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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 CrAccepted-Finance | ₹20.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹21.8 Cr+₹97.8 L (4.68%)Rejected-Finance HOUSE NO 108 SADILPUR P O PANDU P S JALUKBARI DIST KAMRUP M ASSAM PIN 781012 | KAMRUP METRO | ASSAM | 781012 | ₹21.8 Cr+₹97.8 L (4.68%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical BARPETA | BARPETA | ASSAM | 781301 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | PRERONA REAL ESTATE PRIVATE LIMITED L2 | MPK-STPL-JV L1 |
|---|---|---|---|---|---|
| 1.00 | Main Building (Civil works): Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :20.1.3 500 mm dia piles | 4,884 | metre | 3,684 ₹1,79,92,656 Lowest | 3,684 ₹1,79,92,656 Lowest |
| 2.00 | Vertical load testing (initial) of piles in accordance with IS : 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & above 50 tonne and up to 100 tonne 20.6.2 Single pile above 50 tonne and upto 100 tonne Safe capacity 20.6.2.1 Initial test (Test Load 2.5 times the Safe capacity) | 2 | per test | 60,982 ₹1,21,964 Lowest | 60,982 ₹1,21,964 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. | 749.65 | cum | 218 ₹1,63,423.7 Lowest | 218 ₹1,63,423.7 Lowest |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth , sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering. | 374.82 | cum | 269 ₹1,00,826.58 Lowest | 269 ₹1,00,826.58 Lowest |
| 5.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 441.38 | cum | 391 ₹1,72,579.58 Lowest | 391 ₹1,72,579.58 Lowest |
| 6.00 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable | 200 | litre | 213 ₹42,600 Lowest | 213 ₹42,600 Lowest |
| 7.00 | Dilutting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : With Chlorpyriphos/ Lindane E.C. 20% Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: with 1% concentration. | 169.44 | metre | 34 ₹5,760.96 Lowest | 34 ₹5,760.96 Lowest |
| 8.00 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. | 169.44 | metre | 47 ₹7,963.68 Lowest | 47 ₹7,963.68 Lowest |
| 9.00 | Providing and laying in positon cement concrete of specified grade excluding the cost of centering and shutttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 115.27 | cum | 7,243 ₹8,34,900.61 Lowest | 7,243 ₹8,34,900.61 Lowest |
| 10.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 454.97 | sqm | 479 ₹2,17,930.63 Lowest | 479 ₹2,17,930.63 Lowest |
Tender Value
Refer Docs
EMD Value
₹40.5 L
Closing Date
15 Jul 2026, 2:00 pmClosed
MD, AIIDC
Bye Lane 3, Industrial Estate, Bamunimaidam, Guwahati-21
Setting up of Flatted Factory Complex at Chabua, Dist. Dibrugarh
2026_ICD_52774_1
E. No. 795884/8 dated 15.06.2026
Open Tender
Civil Works - Building
Item Rate
540 days
Chabua
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
₹40.5 L
Yes
14 Sept 2026
16 Jun 2026
15 Jul 2026
16 Jun 2026
15 Jul 2026
1 Jul 2026
20 Jun 2026 - 7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Main Building (Civil works): Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :20.1.3 500 mm dia piles | 4,884 | metre | - | - |
| 2 | Vertical load testing (initial) of piles in accordance with IS : 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & above 50 tonne and up to 100 tonne 20.6.2 Single pile above 50 tonne and upto 100 tonne Safe capacity 20.6.2.1 Initial test (Test Load 2.5 times the Safe capacity) | 2 | per test | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. | 749.65 | cum | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth , sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering. | 374.82 | cum | - | - |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 441.38 | cum | - | - |
| 6 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable | 200 | litre | - | - |
| 7 | Dilutting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : With Chlorpyriphos/ Lindane E.C. 20% Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: with 1% concentration. | 169.44 | metre | - | - |
| 8 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. | 169.44 | metre | - | - |
| 9 | Providing and laying in positon cement concrete of specified grade excluding the cost of centering and shutttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 115.27 | cum | - | - |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 454.97 | sqm | - | - |
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